Research Article
Jul 1969
Procurement and Analysis of Structural Fatigue Data
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 95, Issue 7
Abstract
The most common type of structural fatigue test program is the experimental construction of an S-N curve and may be divided into two phases: determination of the mean fatigue limit by the staircase method; and determination of the finite life region and its subsequent analysis by regression analysis. The bases for statistical design of experiments require both randomization and, generally, replication. Randomization in sampling of material, specimen assignment to stress levels, and test sequence minimizes the effects of possible bias due to uncontrolled variation in material, laboratory environment, and test procedures. Replication of tests at a given stress level to estimate variability in fatigue life is often impractical. The variability in life may be estimated from regression analysis and used to predict probability of survival at any stress level.
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Published In
Journal of the Structural Division
Volume 95 • Issue 7 • July 1969
Pages: 1533 - 1551
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jul 1969
Published online: Feb 1, 2021
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Authors
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Harold S. Reemsnyder, M.ASCE
Sr. Research Engr., Phys. Metallurgy Sect., Homer Research Lab., Bethlehem Steel Corp., Bethlehem, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.